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FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.'
WASTE LOAD ALLOCATION REQUEST
rd Actual Facility
/_/ Proposed Facility Date of Request io /.11' —/-22
TO: Mike McGhee, Technical Services Date Needed
FROM: to 46 ! �� J f��'f 0
SUBJECT: Effluent Limits for NPDES .Permit No. (001 ),1(6C?f,7JOI 1(0 Pipe No. (003 ) O LVl
Permit Application Received (802 ) Draft to Public Notice (805 )
Di/s�ch/arger/ Name (103 ) CounntY (104 ) / 12r
(400 )
G/dl-GV!�s�f• �(' o r,, �4 C.-Z� ✓ L�O vs/�j G 1 u /_71 d
Equiv. Population Served (202 ) Latitude (115 ) Longitude (116 )
3S-'0 Q-'S1P"j -A o-i-k, ��°�S`'13�r' ts✓�
201 Area (263 ) 208 Area (264 ) bbasin(112 ) Stream Classification (269
03-08- 3 a
Receiving Stream (109 ) Drain. Area(267) 7/10 Flow(270) Ratio Waste 7/10 (303 )
� � l t/ ta�vlC •/. —
Desi Capacity (207 ) Design Temperature (NKP) Elevation (NKP)
D.D l.i.G+ �y�/� .�o r for'��Or✓ �< <
Location Discharger (NKP) rincipal Product (NKP)
/ ^/ 1,00mes-t.'C' WAVieWat-6,r�
Sample No. BOD5(mg/Z) FecaZ CaZiform Temperature DO (mg/Z)
310 100mZ 31616 ° F 11 300
41 _
I - Mo. AveLaqe Concentration 01 30 /00 0 8 dS 6, a
- Wk. Average Concentration 02
J - Minimum Concentration 03 _�__
K - Maximwn Concentration 04
M - Monthly Avera e Loading 05
- WeekZy Avera e Loading 06
P - Minimwn Loading 07
Q - Maximum Loading 08 _
T - Frequency of AnaZysis 09
W - S Ie Type 10
11 TataZ NF1;2f NH3-N p7i (units)
(m /Z) 530 (m Z) 600 400
I - Mo. Average Concentration 21 130
- Wk. Average Concentration 22
J Minimum Concentration 23
K - Maximum Concentration 24
M - McnthZy Average Loading 25
- WeekZy Average Loading 26
P - Minimwn Loading 27
Q - Maximwn Loading 28
T - Frequency of AnaZzsis 29
W - S le Zype 30
UOD (NKP)
ASSIMILATIVE CAPACITY EVALUATION
L LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: c v,, mpl r
Areawide (208) Planning Area:
Facilities (201) Planning Area:
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs) O O
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft) o.il
Elevation @ Discharge Pt. (ft) 2-3 p
Drainage Area (sq. mi.) L /,0-
7/10 Yield (cfsm) 010
Design Temperature (OC) a y
Groundwater Runoff cfs/mi) p,p
Deoxygenation Rate Kl Base e)
Reaeration Rate (K2 Base e) 3"01
Min. Daily Avg. D.O. (mg/1) _1 ,D
Upstream Quality -
BODu (mg/1) 2
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1) -
Dissolved Oxygen (mg/l
Total Suspended Solids (mg/1) 3 p I _�
Fecal Col iform (#/100 ml) '000 7a-6 6—
D. COMMENTS U0O W _ Mi
' L--
Soo
I
aoo
aoo - T
200
1 —
90
u eo
so
a So L
w
e
W 20
,a
0,0
D 0,0 (
drNrn f'low m{d] '
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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